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00-0496-029 REVISIONS: - © FOOTING 5CHEDULE aka 0 0 BOTTOM a S GAUGE DUR-O-WALL HORIZONTAL z REINFORCEMENT -� --� REINFORCEMENT EVERY OTHER C0LME aL 11-- (LADDER TYPE) 13 p z w REMARKS Q A B G F36 A 36' 36' 12' (4)5 (4)S ISOLATED FOOTNG 51'-Im" F41 A 42' 42' Cl' (5)05 (5)5 ISOLATED FOOTING g _g" 6'-3' �'-m" I'-(d' 2'-8' 3'-3' 4'-4" 3'-8' -�o" 3'-g' i SY F48 A 48' 48' 12' (b)5 !6)5 ISOLATED FOOTING 6'-4' 3' 4" l'-V' ► W MF14 B 24' CONT. 12' (3)5 5 • 48' oc. 15 x LONG. MONOLITHIC FOOTING Q • 12 or- w/TRANSFER BARS (� p THICKENED EDGE 8 N F36 '� IF36— — TE8 C I 8' CONT. 8' li)5 F — O F MASONRY UNIT WF24 D 14' GONI1'. 10 MIS 5 • 48'or- B C 13 8 L�_-J m I I I - DETAIL � � A A A 1 • 5 x 1'-0' LOWS. (TOP) 1 I ��I Cf i� �l.F -O W,�e�� A TYPE C TYPE-D I • 12' oz. (TYPa • PERIMETER .� I SCALE: N.T.S. �A �5 _ Y FOOTING TYPES W w tj N. 12'-�0' 3'-8" 15'-0' 3 -3 6 6 IF36 r — IF42 1 0 C 0 -UMN 5 C 14 E D U C E I— 7 S GAUGE OUR-O-WALL REM-oRCahENT EvERYo`�(- (LADDER � z I sc1— RE � ST I 1= L — — I UF24 — — — — — — — .� VERTICAL HORIZONTAL Q SLAB w/ I LAYER OF 6'xb' IF36 MF24 I 4' t.I1k CONCRETE I I - Wt•4xW1.4 WELDED WIRE MESH, OVER VAPOR I SCI A 4'x 4'x �i' STEEL COLUMN ' CONCRETE FILLED BARRIER ON CLEAN, WELL COMPACTED FILL. I Ig'-4" DOUBLE MESH (PC' • PERIMETER OF FT& i � _ B 8' x 16' 4-% • 8'o�c. W C/D C\2 r� I I I O I I I j( O B 8' x12' 4-5 03 . Vor- O In C� 03 . 8'o0FIN SLAB C 8x 6' 6- 6 ELEVU e i A1 \6, � I I � FIN. SLAB I f- - 1 • 5 x 't -0 LONG. I I 3 V.■ -0 -8 Ak IF36 �L IF (TOP) • 12' oz. B-I I TYPE-J9 I I scl I I I TYPE-c TYPE-B COLUMN T1'P5 I I 8' x M xASONRY UNIT NITECT TO �vIEW AND APPROVE ALL COLUMN DIMENSIONS. ^, MF24 M 4 I I CO CO F -� r — � MCO 2 I L — TED— J I I IF48 FOUNDATION� I NOTES MF24 MF2a� — — IF36 0 UN f-'k O I�1 �co I — 71 m I-- tE8 TES_ CORNER D �'� -I- — — T�I'PIC �. DUfi�-O-UJ�4�� ' — — — I l GROUND FLOOR SHALL CONSIST OF 4'*k CONCRETE SLAB WITH 6'xb' - 14x1.4 WELDED WIRE MESH OVER VAPOR A 11 " I I SCALE: N.T.S. BARRIER ON CLEAN(,WELL COMPACTED FILL.FREE OF OF'>; MIC MATTER MAX" SIZE OF ANY ROCKS WITHIN 12' ►� a W ►n — L- — C1 O — — O CI L- — -J CI BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE PC ■ 30M PSI. i � Z a 4 � IF 6 IF36 O IF36 IF36 L- - 1.PROVIDE (2)5 x 4' O'Ig CORNER CRACK BARS • ALL CORNERS OF SLAB(AS INDICATED ON PLAN w/ Q).! w II ■ Y 1_ Y 1 " " 8'—�` 8'-0" I-4" I I 6 _4" 5'-3` I I 8 3 m -4 4'-m 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOIW HERE. W ADD 2 �"'I REINF. BARB 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. I O • EAC14 SIDE OF OPENING. 52,_6, 5• ;Z) z a ■ CONCRETE MASONRY WALL (DUR-O-WALL) I-5 REINFORCEMENT BAR GRADE 60 M GROUT FILLED CELL AT ALL CORNERS, TO ALL I Z cn H � �T I ON PLAN - LAUREL MODEL OPENINGS,AND 48'=OR UNLESS NOTED OTHERWISE. � O cn O � � H=OUND � ax SCALE: 1/4' I'-0' b.VE SIRE AND LOCATIONS OF ALL WINDOW/DOOR OF'ENIN(GS AND OPENINGS N WITH ARC44ITECTi1RAL,I DWGS. � � Z 501 L 5TATEMENT 1. . ■ INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION TIE BEAM ELEVATI CONCRETE FILLED REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. Iftf■ — , 4'x4'XV4 FOOThs O INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEV OR TIE AM ELEVATI � STEEL COLUMN 6' 6, AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MN BEARNCs REFER TO COLUMN SG-EDUCE FOR REI�S. s` s' CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER � �� NOTIFIED OR t0 PROCEEDNG WITH THE WORK THE ARCHITECT OR ENGINEER SHALL O (GATES COLUMN TYPE AND� � START OF COL t SLAB ELEVATION UNDE E T � AM V4 SHALL BE NOT ED PRI ° (�TO COLUMN SCHEDULE LEVATION.REFER t0 COLU�I SCHEDUILE FOR RE EMENTS t FOR TOP TIE BE ELE A FOR 51ZE AND REINF� SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS "•' '`' ALL SPLICES SHALL BE A MIN ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED OK SEE SFB:C.SECT.2403. COMIPRESSI STRENGTH OF CONCRETE FOR COLUMNS WALLS SHALL BE 3;000 PSI. 460 BAR DIAMETERS x `•' •" R 9 Ys 4' Ok. C04CiRM SLAB d It 3/4 BASE FLA I I BUILD NG 3 w/4-3/4'01 I ANCFIOR BOLTS PJAN I SEAL: X X v4' v a a N GROUT TYF. ° d ° ° I Z I V4' j ° .. a ° j 0 LM E�°ANSION JOINT °d ° ° / m m � DATE: 7/28/2000 ELEV ■ ®,-®■ N DRAWN BY: / , / , /, / , /, /, /r / I I CHECKED BY: C. D. • d d /. ISOLATED FOOTING SCALE: 1/4' � 4 d . � TO FOOTINtS 5(:FiEDULE FOR SIZE AND REIWJ L SHEET U SEE FOUNDATION FLAN FOR SIZE t REh1FORGtlT6. i 150LATED FOOTING - CONCRETE COLUMN DETAIL /� NOTE: S-1 5A 5E PLATE DETAIL 1 SCALE: 3/4'■1'-m' CONTRACTOR S L COORDINATE AND VERIFY g_1 ALL DIMENSIONS WITH ARCHITECTURAL DWGB. Miller Drive (SW 56th St) OF SHEETS SCALE: N.T.S. KE Y —PL AN I PROJECT No.: CADD FILE: i